Carbon-fibre reinforced polymer

Reinforcement ratios based on tensile strength and modulus of carbon fibre reinforced polymers various... [Pg.795]

Paraffins, PE and metals, such as Pb and Sn, have microhardness values below 100 MPa. Semicrystalline polyoxymethylene, PET, chain-extended PE, poly(ethylene 2,6 naphthalate) and metals, such as Al, Au, Ag, Cu and Pt, have values between 100 and 300 MPa. The microhardness values of carbon-fibre-reinforced polymer composites are about 900 MPa and those for the common metals Zn and Co are 2000 and 4000 MPa, respectively, while for white steel it is 5000 MPa. [Pg.11]

CFRP carbon fibre—reinforced polymer matrix... [Pg.230]

Table 10.1 Energy absorption performance of carbon fibre reinforced polymer segments at different loading rates...

A380. Boeing has preferred to use fibre-reinforced composites, such as carbon fibre reinforced polymer (CFRP), in its aircraft — a notable example being the 787. [Pg.385]

K.H. Wong, S.J. Pickering, C.D. Rudd, Recycled carbon fibre reinforced polymer composite for electromagnetic interference shielding. Compos. A 41, 693-702 (2010)... [Pg.178]

Carbon fibre-reinforced polymer composites mould heating process... [Pg.435]

APPROXIMATE MEASUREMENTS OF SOME PHYSICAL PROPERTIES OF CARBON FIBRE REINFORCED POLYMERS, RELEVANT TO THEIR APPLICATIONS IN TRIBOLOGY. [Pg.204]

Selzer R, Friedrich K, Mechanical properties and failure behaviour of carbon fibre reinforced polymer composites under the influence of moisture. Composites Part A—Appl Sci Manuf 28(6), 595-604, 1997. [Pg.856]

Garden HN, Hollaway LC, Thorne AM, A preliminary evaluation of carbon fibre reinforced polymer plates for strengthening reinforced concrete memhers,Proceedings of the Institution of Civil Engineers-Structures and Buildings, 122(2), 127-142, 1997. [Pg.1041]

Loos (2011) reported that investigators from Bayer Material Science LLC, USA and Moulded Fibre Glass, Cleveland, USA have developed a prototype wind turbine blade 0.74 m long manufactured from polyurethane reinforced with carbon nanotubes (CNT PU). The researchers claim that the advanced material has a specific tensile strength five times and 60 times that of carbon fibre composite and aluminium, respectively, and is tougher than carbon fibre-reinforced polymer (CFRP) but the excellent properties of these materials come with a price penalty. [Pg.371]

Polymer Unreinforced polymer Carbon-fibre reinforced polymer ... [Pg.28]

Prota A, Nanni A, Manfredi G, Cosenza E (2004) Selective upgrade of under-designed reinforced concrete beam-column joints using carbon fibre- reinforced polymers. ACI Struct J Title n... [Pg.260]

Since the lapping of the column reinforcement can only take compression forces, a lap splice failure in tension would be highly detrimental to the whole experiment. In order to safeguard against this type of failure and allow the test to be performed without any premature failure, it was decided to reinforce the bounding columns of the wall at the 1st floor with three-sided CFRP (carbon fibre reinforced polymer) for a height of 0.60 m from the base of the column (Fig. 17.5). [Pg.310]

Wong K H, Pickering S J, Rudd C D (2010) Recycled carbon fibre reinforced polymer composites for elektromagnetic interference shielding . Composites Part A, 41, 693-702. [Pg.67]

Al-Shawaf A (2010), Characterization of bonding behaviour between wet lay-up carbon fibre reinforced polymer and steel plates in double-strap joints under extreme environmental temperatures , Doctorate PhD thesis. Monash University, Melbourne, Australia. [Pg.291]

Angus C C L, Cheng J J R, Michael C H Y and Gaylene D K (2007), Repair of steel structures by bonded carbon fibre reinforced polymer patching experimental and numerical study of carbon fibre reinforced polymer-steel double-lap joints under tensile loading . Can J Civil Eng, 34(12), 1542-1553. [Pg.291]

Firas, S.A., Gilles, E, Robert, L.R., 2011. Bond between carbon fibre-reinforced polymer (CFRP) bars and ultra high performance fibre reinforced concrete (UHPFRC) Experimental study. Construction and Building Materials, 25(2), pp. 479-485. [Pg.576]

El-Hacha, R., Green, M. and Wight, G. (2001), Experimental and analytical investigation of concrete beams post-strengthened with prestressed carbon fibre reinforced polymer sheets , 9th International Conference and Exhibition, 4—6 July 2001, London. [Pg.622]

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